TECHNICAL PAPERS
Apr 1, 2008

Impact of New Rainfall Patterns on Detention Pond Design

Publication: Journal of Irrigation and Drainage Engineering
Volume 134, Issue 2

Abstract

A new set of dimensionless rainfall hyetographs has been developed for the state of South Carolina. The new hyetographs show trends similar to those developed recently in other states and in general have milder intensities and lower peak rainfall than the Soil Conservation Service (SCS) rainfall hyetographs. This paper evaluates the impact the new hyetographs have on rainfall runoff and detention pond design and compares the results with those using the SCS hyetographs. Peak discharges for basin runoff were reduced up to approximately 20% of the predicted peak runoff rate using the current SCS hyetographs. Detention pond peak stage was also reduced by 25–50% of the predicted SCS stage. This analysis suggests that design hyetographs should be regularly updated to incorporate recent rainfall data.

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References

Applied Microcomputer Systems. (2003). HydroCAD stormwater modeling system owner’s manual, Release 7.00, HydroCAD Software Solutions LLC, Chocorua, N.H.
Huff, F. A. (1967). “Time distribution of rainfall in heavy storms.” Water Resour. Res., 3, 1007–1019.
Pilgrim, D. H., and Cordery, I. (1975). “Rainfall temporal patterns for design floods.” J. Hydr. Div., 101(1), 81–95.
Powell, D. N. (2005). “Dimensionless rainfall patterns for the design of hydraulic structures.” Master’s thesis, Clemson Univ., Clemson, S.C.
Powell, D. N., Khan, A. A., Aziz, N. M., and Raiford, J. P. (2007). “Dimensionless rainfall patterns for South Carolina.” J. Hydrol. Eng., 12(1), 130–133.
U.S. Soil Conservation Service (SCS). (1986). “Urban hydrology.” Technical Release No. 55, Department of Agriculture, Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 134Issue 2April 2008
Pages: 197 - 201

History

Received: Oct 31, 2006
Accepted: Apr 9, 2007
Published online: Apr 1, 2008
Published in print: Apr 2008

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Authors

Affiliations

D. N. Powell
Graduate Student, Dept. of Civil Engineering, 110 Lowry Hall, Clemson Univ., Clemson, SC 29634.
A. A. Khan
Assistant Professor, Dept. of Civil Engineering, 218 Lowry Hall, Clemson Univ., Clemson, SC 29634 (corresponding author). E-mail: [email protected]
N. M. Aziz
Professor and Chair, Dept. of Civil Engineering, 110 Lowry Hall, Clemson Univ., Clemson, SC 29634.

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